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Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail .
>�f) FL# FL17347-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived Ci
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD,
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
C.1 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida license PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J.King,P.E.
[j Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Independence odf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
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Florida Building Code Online Page 2 of 5
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• Florida Licensed Professional Engineer or Architect
FL17347 R2 Ea uiv b Equivalency Of Standards. df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/13/2017
Date Validated 09/26/2017
Date Pending FBC Approval 09/29/2017
Date Approved 12/12/2017
SummarV of Products
FL# Model,Number or Name Description
17347.1 a.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.1.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.1.1)df
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.2 b. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.2 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.2.odf
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or
without Sidelites(X,OX or X0,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.3 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.3.odf
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.4 d. Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.4 pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.4.odf
)' installation Instructions and product particulars. Created by Independent Third Party:Yes
`' 17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.5.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.5 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.5.odf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.6 f. Fiberglass Door
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Florida Building Code Online Page 3 of 5
"Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.6.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.6 for any additional use limitations, FL17347 R2 AE (b)Eva[ 17347.6.Ddf
installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.7 g. Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.7.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.7 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.7.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.8.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.8 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.8.Ddf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.9 1. Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.9.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.9.Ddf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.10 j.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 In Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347.10.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
,Other:See INST 17347.10 for any additional use FL17347 R2 AE (b)Eval 17347.10.odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 In Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.11.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.11 for any additional use FL17347 R2 AE (b)Eval 17347.11.odf
Ilmitatlons,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.12 I.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.12.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.12 for any additional use FL17347 R2 AE (b)Eva] 17347.12.Ddf
O 2 limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
L// �� 17347.13 m.Fiberglass Door
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Florida Building Code Online Page 4 of 5
"Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347.13.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.13 for any additional use FL17347 R2 AE (b)Eval 17347.13.odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.14 n.Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 68 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (c)Inst 17347.14.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.14 for any additional use FL17347 R2 AE (b)Eval 17347.14.Ddf
limitations, installation instructions and product particulars. Created by Independent Third Party:Yes
17347.15 o.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.15.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.15 for any additional use FL17347 R2 AE (b)Eval 17347.15.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.16 p.Fiberglass Door "Impact"Fiberglass Opaque Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
• Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.16.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.16 for any additional use FL17347 R2 AE (b)Eval 17347.16.Ddf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347,17 q. Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Nominal 14"Sidelite(s)(X,OX or XO,OXO)
Outswing/Inswing Configurations up to Nominal 6'8 in
Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.17.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.17 for any additional use FL17347 R2 AE (b)Eval 17347.17.Ddf
limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.18 r.Fiberglass Door "Impact"Fiberglass Opaque Double Door with or without
Nominal 14"Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.18.I)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.18 for any additional use FL17347 R2 AE (b)Eval 17347.18,odf
limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes
Back Nert
ContactUs::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
• The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
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Mp,
R R W Building Consultants, Inc. oo�
WB Consulting and Engineering Services for the Building Industry y P
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 / J
• Florida Board of Professional Engineers Certificate of Authorization No.9813
Product /n Report Report /
September /
Product
Category Sub Category Manufacturer Product Name
Swinging Plastpro Inc. Glazed Fiberglass Doors
Exterior Exterior Door 5200 W.Century Blvd. Singles
Doors Assemblies Los Angeles,CA w/or w/out Sidelites
Phone 440.969.9773 1 Inswing/Outswing-"Impact"
Scope. Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E.(System ID#1998)for
Plastpro Inc., based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code structural requirements
excluding the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does
not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
• 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-17347.5 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.5 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391141 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E.
TEL 013912248 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V. K.Wright
2. Miami-Dade NOA Materials Testing
17-0712.05 Saflex°PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No. FL-17347.5 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and
9certifying P g Products ce�� �e ��ac
Management Institute, that Plastpro Inc.is manufacturing Q�e ;
within a quality assurance program that complies with ISO/IEC 17020 and ° }-�?',,/�1.
q ty P 9 P o �';
Guide 53. w��o Zon �C r f`t&
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Lyndon F.Schmidt,P.E.
''°_•,,y' �' FL PE No.43409
9/25/2017
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GENERAL NOTES "IMPACT" g11
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1. This product has been evaluated and is in compliance with the 6th Edition(2017) o
Florida Building Code(FBC)structural requirements excluding the"High VelocityLl u Ij m a`� m
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Hurricane Zone"(HVHZ).0 Li
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2 Product anchors shall be as listed andspaced as shown on details.Anchor am Q
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Eembedment to base material shall be beyond wall dressing or stucco. 0
3. When used in areas requiring wind bome debris protection this product complies a o a
With FBC Sections 1609.1.2&R301212 and does not require an impact resistant ;m
E covering.This product meets missile level"D"and includes Wind Zone 4 as
defined in ASTM E1996 and FBC Sections 1609.12.2&R301.2.12.1. x o o x x o 0
4. For 2x stud framing construction,anchoring of these units shall be the same as /
that shown for 2x buck masonry construction. $y N
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5. Site conditions that deviate from the details of this drawing require further XOX XO LD
engineering analysis by a licensed engineer or registered architect. iE 0
TABLE OF COAT ENTS to
a DESIGN PRESSURE PS DESIGN PRESSURE S <¢
SHEET# DESCRIPTION MAX JAfNB INSWING 4 OUiSWING._ >j
1 Typical elevations,design pressures&general notes CONFIG UgWON FRAME REINFORCEMENT
$ 2 Door&Sidefrte panel details •::,,, DIMENSION;__ _,. POSIIIVE NEGATIVE POSRNE
NEGATIVE-......
3 Life frame glazing data is X 37.5"x 82.0" N/A +50.0 -50.0 +50.0 -50.0 N Q F
4 Elevations 74.75"x820 N/A +35.0 -40.0 +35.0 -35.0 o a
g 5 Horizontal cross sections o S
�Z 6 Horizontal&Vertical Cross Sections(2X Buck) OX/XO 75.9'x 82.0" 1X +40.0 -45.0 +40.0 -40.0 N z e
a 7 Horizontal&Vertical Cross Sections(I X Buck) 76.25"x820 2X +50.0 -50.0 +50.0 -50.0 -70/08/14 z
8 Horizontal&Vertical Cross Sections(Direct to Masonry) 112.0"x82.0" N/A +35.0 -40.0 +35.0 .35.0 �"E N.T.S. `_
9 Vertical Cross Sections(Thresholds) DWG.Br. JK d
10 Horizontal&Vertical Cross Sections(Direct to MosonryJ OXO 113.5'x 82.0" 1 X +40.0 -45.0 +40.0 -40.0 _
11 Buck anchoring 115.0"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 DnaWIMG No.,LFS 3
e Bua
12 Frame anchoring&hardware details FL-17347.5
a
n 13 Bill of materials and components c
sHEEr__L or 13
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Iw Ln ;' NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
0 2014 R.W.SUILDINO CONSULTANTS INC.
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R R W Building Consultants, Inc. (0
WB Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33395 Phone 8 13.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Pi oductEvalfidtiohRepol-I R' o rt No. F, 1-1 7147.13,
Date: September 2�,2,017
Product
0 Sub Category Manufacturer Product Name
Category
Plastpro,Inc. Opaque Fiberglass Doors
Exterior Swinging
.
Product
Exterior Door 5200 W.Century Blvd. Singles
Doors Assemblies Los Angeles,CA w/or w1out Sidelites
Phone 440.969.9773 Inswing I Outswing-"Impact'
Scope. Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method I D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and Is in compliance with the 6th edition(2017)Florida Building Code structural requirements
excluding the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product complies With FBC Sections 1609.1.2&R301.2.1.2 and does
not require an impact resistant covering.This product meets missile level"D'and includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-17347.13 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.13 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391141 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K.Wright
TEL 01390617 ASTM E330-02,E331-00 Testing Evaluation Labjnc. V.K.Wright
TEL 01650058 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E.
TEL 01391248 ASTM E330-02,E331-00 Testing Evaluation Lab.,Inc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton,P.E.
2. Miami-Dade NOA Materials Testing
17-0712.05 Saflex0 PVB Interlayer(Eastman Chemical Company)
3, Drawing No. Prepared by Signed&Sealed b
No.FL-17347-13 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturing products
within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53. 4
44,
iv 4.8409 %4-XX
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V�,�`— V� FL PE No.43409
912512017
Sheet 1 of 1
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GENERAL NOTES ,IMPACT" �z
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Florida Building Code(FBC)structural requirements excluding the"High Velocity
a� J QCT
Hurricane Zone'(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor
Gembedment to base material shall be beyond wall dressing or stucco. o
g 3. When used in areas requiring wind borne debris protection this product complies ®® ® CS C3
i a
with Section 1609.1.2 of the FBC and does not require an impact resistant o ® ®R o x x>
$ QQ n �+Cmcovering.This product meets missile level"D"and Includes Wind Zone 4 as ■
defined in ASTM Ell 996 and FBC Sections 1609.1.2&R301.2.1.2. ®® ya
0 12 1211
4. For 2x stud framing construction,anchoring of these units shall be the same as
that shown for 2x buck masonry construction. X OX XO
5. Site conditions that deviate from the details of this drawing require further $W o
? engineering analysis by a licensed engineer or registered architect.
TABLE OF CON1EKS R t'
SHEEN DESCRIPTION
a 1
Typical elevations,design pressures&general notes MAX r DESIGN PRESSURE(PSF); DESIGN PRESSURE(PSF7:. `0 0
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5 Horizontal cross sections 74.75'x 82.0" N/A +35.0 -40.0 +50.0 -50.0
6 Horizonte&Vertica Cross Sect ons 2X Buck o
7 Horizontal&Vertical Cross Seclioru 1X Buck) OX/XO 75.5'x 82.0" 1 X +40.0 -45.0 +50.0 -50.0 w'z 8
8 Horizontal&Vertical Cross Sections Direct to Masonry 76.25"x 82.0" 2X +50.0 -50.0 +50.0 -50.0 mTE 1Q/08114 =
9 Vertical Cross Sections(Threshol s 112.0"x 82.0" N/A +35.0 -35.0 +50.0 -50.0 s� N.T.S. 9
10 Horizontal&Vertical Cross Sections(DGect to Masonry owv.sr: JKI I Buck anchoring 'm
oxo 113.9'x 82.0" 1 X +50.0 1 -50.0 1 +50.0 1 -50.0
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SEE NOTE 1ooh 10106114 1
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REMS10NS SECTIONS (THRESHOLDS) F13PE C.A. No. 9813
®2016 R.W.OURMINe CONe11LTANTe IND.
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FL-17347.13
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PLASTPRO IND Lyndon F. Sohrnid! •a�l••O-�:
Vp FIBERGLASS DOOR P.E. No. 43409 ''�7i� /QNAt.
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{' W NO DATE BY BUCK ANCHORING [r Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
02074 R.W.BUILDING coNBULTANTH tNc.
4911V JAMB DIRECT EsH Er MASONRY JAMB PP.) 3"(IYP.) 6"(TYP.) ���iC`.="* '''/��4i in
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BILL OF MATERIALS 456" � *
REM 1 DESCRIMON MATERIAL T— Q' •,• '•O"�'i vo'i
A IX BUCK(G>= WOOD
B 2X BUCK(G>=0.42) WOOD
C 1/4"MAX.SMMSPACE
D 1/4"X 23/4"PFH ELCO OR TTW CONCRETE SCREW STEEL
E 30 SONRY-ORHOLLO�WBLOCKCONFORMING TO PSI MIN.CONCRETE ASTM OTO ACI CONCRETE .1 POLY FIBER JAMB ''''I�J�It 1TT111```` z"o'E d
F 1/4"X 3,3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
o G 3/16"x3-1/4"PFH ITWCONCRETESCREW STEEL —® a E ?m o a
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ra "� e'w 9 d `o a
• J #lO X 2PFH WOOD SCREW STEEL m d a
L #10 X 2-1/2'PFH WOOD SCREW 11.15'MIN.EMB. STEEL o z
M 3/16"X2-1/4"ITW CONCRETE SCREW STEEL 19
N 3/16"X 23/4"ITW CONCRETE SCREWSTEP I+ 4.56° I 456 oa
P 1/4 X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 20 MSWING THRESHOLD
1 POLY FIBER JAMB COMP. 1R° —7
4 IX REINFORCEMENT (G>=0.55) WOOD 2.1" ADA THRESHOLD 1 Cr
5 2X REINFORCEMENT (G>=0.551 WOOD SIDFI ITE 24 DLP zg
6 DOOR SWEEP PVC ADAPIft1
7 WEATHERSTRIP(ENDURA FORCE 51 FOAM
a` I
9 #9 x 3/4'PFH WOOD SCREW STEEL N a o
11 VX4'HINGE STEEL ;• Q' a� 0"
12 LATCH STRIKE PLATE STEEL it
m`�
13 DEADBOLT STRIKE PLATE STEEL o °
20 INSWING THRESHOLD ALUM/COMP 4'56" 0:
ILI
4 21 INSWING THRESHOLD w/SIDELIIE ADAPTER ALUM/COMP INSWING THRESHOLD w/SIDEUfE ADAPTER I 4.56"
g 22 OWSWING THRESHOLD ALUM/COMP 2T Endue(Z•SeMs) oUOMNG IHRESHOED
23 OUTSWING THRESHOLD W/SIDERITE ADAPTER ALUM/COMP End.(zsedea)
24 ADA THRESHOLD ALUM a v
25 OUTSWING THRESHOLD ALU MP 4 `y SIDELRE
26 INSWING THRESHOLD ALUM/COMP
40 DOOR PANEL N rn
50 SIDELTTE PANEL II w B o
::.. N
oUTSWING THRESHOLD
DLP
CONCREIEANCHOR NOW: 4-W
C I.Concrete anchorlocaRosu of the comers may be adjusted to maintain the min. >> d
edge dhfance to mortorloints. o �—21 Y I�,.,ZOUISWING THRESHOLD w/SIDEUIE ADAPIER =
2.Concrete anchorlocations noted re MAX.ON CENTER'must be adjusted to �Selfesl
w
malnfaln the min.edge distance to modarlaints,oddiftonol concrete anchors +�+
may be required to ensure the MMX.ON CENWc finerLgon are not exceeded. N=a
3 Concrete anchorfabiamn o
ANCHOR ANCHOR /NIN JNIN CLEARANCE MW CLEARANCE 1ro" 4S7 ^z sas
1YP4 SIZE EIIABEDMENI rp MAsoNRY 7oADIA . ...s:; e
... ......... EDGE... AN —10 08 14 z
ITWBUILDEX S/16 1.14 8" 1.1 scu.E:
TAPCON® 1 C 1.1/4" r 4' I— 4,5r Duro.BY: N.T.K m'
s ELCO 1/4' 1.1/4 i" 4' CHK m: LFS 3
O OD C RE INSWING THRESHOLD w SMELITE ADAPTER fHIMNG THRESHOLD DrAWM NO.:
rc
WOOD SCREWINSfALU1T10NNOli'S: 27 DLP 26 RP FL-17347.13 °
1.Mointain a mWmuns S/8"edge distance,I'end ddmlce,d I'o c.spacing of
wood screws to prevent the spilling of wood. sir 14 a 14